![]() ![]() Thickness required of skirt at base plate, t^. ![]() ' 1.33 Factor B ( tsk E1 = 16 R ~ ' 1.33 S = ANCHOR BOLT DESIGN - Gulf Publishing - Pressure Vessel Design Manual 3rd Edition 195 - Free download as PDF File (.pdf), Text File (.txt) or read online for. = allowable stress, compression, skirt, psi Fb = allowable stress, bending, psi fs = tension force per bolt, lb fc = bearing pressure on foundation, psi Mb = overturning moment at base, ft-lb My = overturning moment at tangent line, ft-lb = allowable bearing pressure, concrete, psi Fv = minimum specified yield stress, skirt, psi Fs = allowable stress, anchor bolts, psi fLT = axial load, tension, lb/in.-circumference fix: = axial load, compression, lb/in.-circumference Ft = allowable stress, tension, skirt, psi F. S - code allowable stress, tension, psi N = number of anchor bolts VVb = weight of vessel at base, lb WT = weight of vessel at tangent line, lb w = width of base plate, in.
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